Monmouth County Purchasing Division
F-59-2022
REPLACEMENT OF BRIDGE HL-20 ON CHURCH ROAD OVER NORTH BRANCH OF THE METEDECONK RIVER IN THE TOWNSHIP OF HOWELL, MONMOUTH COUNTY AND THE TOWNSHIP OF JACKSON, OCEAN COUNTY
Number | Item Description | Unit | Qty | Unit Price | Total |
---|---|---|---|---|---|
ROMAN E&G CORPORATION
(Total Awarded: $2,933,019.00)
973-482-1123 |
|||||
1 | PROGRESS SCHEDULE | LS | 1 | $5,000.00 | $5,000.00 |
2 | MOBILIZATION | LS | 1 | $200,000.00 | $200,000.00 |
3 | CONSTRUCTION LAYOUT | DOLLARS | 10000 | $1.00 | $10,000.00 |
4 | MONUMENT | UNIT(S) | 1 | $445.00 | $445.00 |
5 | SILT FENCE | LN.FT | 930 | $7.50 | $6,975.00 |
6 | HAYBALE | UNIT(S) | 44 | $45.00 | $1,980.00 |
7 | INLET FILTER TYPE 2, 2' X 4' | UNIT(S) | 5 | $135.00 | $675.00 |
8 | FLOATING TURBIDITY BARRIER, TYPE 2 | LN.FT | 137 | $48.00 | $6,576.00 |
9 | SEDIMENT CONTROL BAG | SQ.FT | 200 | $1.00 | $200.00 |
10 | CONSTRUCTION DRIVEWAY | TON(S) | 170 | $25.00 | $4,250.00 |
11 | CONCRETE WASHOUT SYSTEM | LS | 1 | $3,900.00 | $3,900.00 |
12 | OIL ONLY EMERGENCY SPILL KIT, TYPE 1 | UNIT(S) | 2 | $1,000.00 | $2,000.00 |
13 | EROSION CONTROL SEDIMENT REMOVAL | CU.YD(S) | 10 | $30.00 | $300.00 |
14 | BREAKAWAY BARRICADE | UNIT(S) | 15 | $133.00 | $1,995.00 |
15 | CONSTRUCTION SIGNS | SQ.FT | 428 | $17.00 | $7,276.00 |
16 | CONSTRUCTION BARRIER CURB | LN.FT | 80 | $102.00 | $8,160.00 |
17 | PROJECT IDENTIFICATION SIGN, 4' X 6' | UNIT(S) | 2 | $594.00 | $1,188.00 |
18 | FUEL PRICE ADJUSTMENT | DOLLARS | 1500 | $1.00 | $1,500.00 |
19 | ASPHALT PRICE ADJUSTMENT | DOLLARS | 1300 | $1.00 | $1,300.00 |
20 | FINAL CLEANUP | LS | 1 | $10,400.00 | $10,400.00 |
21 | CLEARING SITE | LS | 1 | $11,000.00 | $11,000.00 |
22 | CLEARING SITE, BRIDGE (HL-20) | LS | 1 | $145,000.00 | $145,000.00 |
23 | DISPOSAL OF REGULATED MATERIAL | DOLLARS | 20000 | $1.00 | $20,000.00 |
24 | EXCAVATION, TEST PIT | CU.YD(S) | 4 | $350.00 | $1,400.00 |
25 | EXCAVATION, UNCLASSIFIED | CU.YD(S) | 1333 | $50.00 | $66,650.00 |
26 | REMOVAL OF PAVEMENT | SQ.YD(S) | 690 | $4.00 | $2,760.00 |
27 | I-9 SOIL AGGREGATE | CU.YD(S) | 275 | $108.00 | $29,700.00 |
28 | I-14 SOIL AGGREGATE | CU.YD(S) | 196 | $85.00 | $16,660.00 |
29 | DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK | SQ.YD(S) | 595 | $8.00 | $4,760.00 |
30 | DENSE-GRADED AGGREGATE BASE COURSE, VARIABLE THICKNESS | CU.YD(S) | 325 | $55.00 | $17,875.00 |
31 | RUBBLIZATION | SQ.YD(S) | 487 | $35.00 | $17,045.00 |
32 | HMA MILLING, 3" OR LESS | SQ.YD(S) | 1684 | $15.00 | $25,260.00 |
33 | POLYMERIZED JOINT ADHESIVE | LN.FT | 270 | $13.00 | $3,510.00 |
34 | TACK COAT | GAL(S) | 235 | $7.00 | $1,645.00 |
35 | PRIME COAT | GAL(S) | 99 | $7.00 | $693.00 |
36 | HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE | TON(S) | 350 | $166.00 | $58,100.00 |
37 | HOT MIX ASPHALT 19 M 64 BASE COURSE | TON(S) | 431 | $150.00 | $64,650.00 |
38 | PERMANENT SHEETING | SQ.FT | 5000 | $35.00 | $175,000.00 |
39 | TEMPORARY COFFERDAM | LS | 1 | $83,000.00 | $83,000.00 |
40 | FURNISHING EQUIPMENT FOR DRIVING PILES | LS | 1 | $20,000.00 | $20,000.00 |
41 | TEST PILE, FURNISHED | LN.FT | 432 | $135.00 | $58,320.00 |
42 | TEST PILE, DRIVEN | LN.FT | 432 | $80.00 | $34,560.00 |
43 | DYNAMIC PILE LOAD TEST | UNIT(S) | 6 | $1,700.00 | $10,200.00 |
44 | CAST-IN-PLACE CONCRETE PILE, FURNISHED, 14" DIAMETER | LN.FT | 3844 | $140.00 | $538,160.00 |
45 | CAST-IN-PLACE CONCRETE PILE, DRIVEN, 14" DIAMETER | LN.FT | 3844 | $40.00 | $153,760.00 |
46 | RESTRIKE WITH PDA AND CAPWAP ANALYSIS | UNIT(S) | 6 | $3,900.00 | $23,400.00 |
47 | REINFORCEMENT STEEL, GALVANIZED | LB(S) | 65000 | $3.00 | $195,000.00 |
48 | CONCRETE FOOTING | CU.YD(S) | 149 | $628.00 | $93,572.00 |
49 | CONCRETE WING WALL | CU.YD(S) | 40 | $1,400.00 | $56,000.00 |
50 | CONCRETE ABUTMENT WALL | CU.YD(S) | 162 | $635.00 | $102,870.00 |
51 | EPOXY WATERPROOFING | SQ.YD(S) | 27 | $100.00 | $2,700.00 |
52 | PRESTRESSED CONCRETE SLAB BEAM, (TYPE SIV-48), 48" X 21" | LN.FT | 488 | $360.00 | $175,680.00 |
53 | REINFORCED ELASTOMERIC BEARING ASSEMBLY | UNIT(S) | 18 | $420.00 | $7,560.00 |
54 | STRIP SEAL EXPANSION JOINT ASSEMBLY | LN.FT | 75 | $320.00 | $24,000.00 |
55 | CONCRETE BRIDGE DECK | CU.YD(S) | 39 | $1,700.00 | $66,300.00 |
56 | CONCRETE BRIDGE SIDEWALK | CU.YD(S) | 8 | $630.00 | $5,040.00 |
57 | CONCRETE BRIDGE PARAPET | LN.FT | 50 | $380.00 | $19,000.00 |
58 | CONCRETE BRIDGE APPROACH | CU.YD(S) | 96 | $890.00 | $85,440.00 |
59 | STEEL 4 BAR BRIDGE RAILING | LN.FT | 106 | $500.00 | $53,000.00 |
60 | IDENTIFICATION PLAQUE, 22" X 22" | UNIT(S) | 1 | $3,700.00 | $3,700.00 |
61 | 15" REINFORCED CONCRETE PIPE | LN.FT | 100 | $90.00 | $9,000.00 |
62 | INLET, TYPE A | UNIT(S) | 1 | $5,000.00 | $5,000.00 |
63 | INLET, TYPE B | UNIT(S) | 2 | $5,600.00 | $11,200.00 |
64 | INLET, TYPE A MODIFIED | UNIT(S) | 1 | $7,500.00 | $7,500.00 |
65 | INLET CONVERTED TO MANHOLE | UNIT(S) | 1 | $4,200.00 | $4,200.00 |
66 | RIPRAP STONE CHANNEL PROTECTION, 24" THICK (D50=12") | SQ.YD(S) | 118 | $320.00 | $37,760.00 |
67 | 6"X8"X20" CONCRETE VERTICAL CURB | LN.FT | 64 | $90.00 | $5,760.00 |
68 | NONVEGETATIVE SURFACE, HOT MIX ASPHALT | SQ.YD(S) | 226 | $70.00 | $15,820.00 |
69 | BEAM GUIDE RAIL | LN.FT | 333 | $110.00 | $36,630.00 |
70 | TANGENT GUIDE RAIL TERMINAL | UNIT(S) | 5 | $5,400.00 | $27,000.00 |
71 | REMOVAL OF BEAM GUIDE RAIL | LN.FT | 360 | $6.00 | $2,160.00 |
72 | TRAFFIC STRIPES, LONG LIFE, THERMOPLASTIC, 4" | LN.FT | 3899 | $1.00 | $3,899.00 |
73 | BORROW TOPSOIL | CU.YD(S) | 80 | $95.00 | $7,600.00 |
74 | FERTILIZING AND SEEDING, TYPE W-2-1 | SQ.YD(S) | 565 | $7.00 | $3,955.00 |
75 | TOPSOIL STABILIZATION, TYPE 1 MAT | SQ.YD(S) | 450 | $8.00 | $3,600.00 |
76 | STRAW MULCHING | SQ.YD(S) | 565 | $3.00 | $1,695.00 |
77 | DECIDUOUS SHRUB, 30-36" HIGH, B&B | UNIT(S) | 35 | $90.00 | $3,150.00 |
- Posted By:
- Monmouth County Purchasing
- Hall of Records, 3rd Floor
- 1 East Main St.
- Freehold, NJ 07728
- Phone: (732) 431-7370
- Fax: (732) 431-7379
- On behalf of:
- Division of Engineering & Traffic Safety
- Hall of Records Annex
- 1 East Main Street
- Freehold, NJ 07728
Contact: ENGINEERING DIVISION @ 732-431-7760
Delivery Date: AS PER SPECIFICATIONS